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Projse.

Disposal Areas Nos.2 and 4 for Brownsville Ship Channel

S

UMMARY OF LABORATORY TEST RESULTS

B

r

ownsville

.

Texas

Contract No

.

DACW64-92

-

D-000I

Delivery order No

.

0008

Boring N

o

.

SPT

Dry

WeI

DePlh

PP

Blows

Visual

USC

Mc

Unit

U

n

it

LL

S#

(fl )

(Isf)

per

Classificatio

n

('!o)

Wt

Wt

('!o)

Foot

(Dcl)

kcl)

1

0-2

2.50

Brown,Clay

,

Very

stiff

C

H

28

.

2

2

2-4

2.25

Brown,Clay,

V

ery

stiff,w

/

mica

CH

31

.

7

88.5

116.5 64

3

4-6

2

.

50

B

r

own

,

Clay,Very

stiff,w

/

mica

CH

31.8

4

6-8

1.25

Brown

.

Clay ,Stiff

,

w

/

mica

CH 38

.

9

81.3 112

.

9

5

8-10

1

.

00

Brown

,

Clay,Stiff

CH 33

.

9

6

10-

1

2

0.75

Brown,Clay

.

Med

i

um s

t

iff

CH

37

.

4

8

1

.7 112

.

2

62

7

12

-

14

1.00

Brown

,

Cl

a

y

,

Stiff

,

w

/

sand

sea

m

s

CH

34

.

1

8

14- I 6

0

.

50

Brown,Clay

,

Medium stiff

,

w

/

sand

sea

m

s

CH

40

.

1

78

.

3

109.7

60

9

16

-

18

0

.

50

Brown,Cl

a

y,Medium stiff

,

w

/

sand

seams

C

H

31

.

9

10

18

.

20

0.50

Gray,Clay,Medium

stiff, w

/

sand seams

CH

38.5

1

1

20

-

22

0.50

Gray,Clay

,

Medi

um

stiff,w

/

sa

n

d

seams

C

H

37

.

9

12

22

.

5-24

2

G

r

ay,Sand.

Very

loose,Si

l

ty

S

M

13

28

.

5-30

3

GraY,S

a

nd

,

Very loose,Silty

SM

..

S

II

:

Sample Number. P

P

: Pocket Penetrometer Reading. USC

:

Unified SO

I

l

ClaSS

I

ficatio

n

. M c

:

MO

i

st

u

re C

o

ntent

q u

:

Unconfined Co

m

pressive St

r

ength, W 0 H

:

Weight of ha

m

mer

.

WOP

:

Weight of pipe

Geotesl

En

gineering